Loading...
HomeMy WebLinkAbout0230 RACE LANE - Health 230 Ra.c"e-Ldh.e Marstons Alills a i { 4 1803 09 S�Y3 iiPi '''Yf."S.-IG'APE ENGINEERING 50a 362 9680 P. 02 QNQ RF AQOZONE. C # ' c-` G i `i EST low WL swc TMX _ �C) icm y .. DOLL am. , 73.000 JOB 03-242 PREPARED FOR,, LOCA11011 .RS$'0lV,�` ,. SALLY SYRJALA SCALE f» s 30' . ` ::DAB : SIP2' 29-iE 1.92 990 REFERENCE Dfi .f479 C, 1IM-9 PB 198 PG 43 BARNSIXW AWS'S. MAP 180 PCy 30 f Hnny Cyr THAT THE SHOW ON THS Pi�W i�QAA?'Q1 rky <a;ttl'i 00UND AS '.iHElIMN HEM, .:. APM O,W1JR 13 e�2v L i v I r•c(r P, i 'gym J-"- -- �,Ac Cc)i knN (i 2 t Town of Barnstable oFT"E Toyti Regulatory Services Thomas F. Geiler, Director M `� MASS. " Public Health Division 1639. y ASS. ArfoMa�a Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: . /0",2`/- 09' Sewage Permit# o200?- 31/7 Assessor's Map/Parcel 15'0- 0 3`1 Installer& Designer Certification Form Designer: XnAee 1-,*„d/ 5,CL,9 Ca Installer: J. C A4 /fv �oN Sfr�e fi. oh Address: Address: /00 33 e1 On 0 g' j. ef A /fn was issued a permit to install a (date) (installer) septic system at a 3 0 A/l ZZ4 based on a design drawn'by (address) `tee Lu-e/ S"o-V 5 Go dated /0- 0 4- 011 �� (designer) ­I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and-the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by.designer to follow. Stripout (if req spected and the soils were found satisfactory. `N F4f DAVID B. N � � (Installer's Signature) © No.t MASON s066 Q'/STS '�N1TAR�� 1�;_(Resi er's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office fo.ms\designercertification form.doc a r`� No. ZOOq 3 4 r1 Fee 0 o ' THE COMMONWEALTH OF MASSAC'HUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for Misposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair(✓Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 230 Rct c e L.,, Owner's Name,Addf�ss,and Tel.No. ^4 Sto LAp S A.*4 Ki LT N C:C) aGr �/ Assessor's Map/Parcel e Installer's Name,Address,and Tel.No. Designer's Name,Addre s;and Tel.No. , 194 Ito, C." sTr $'r78 `Y.7� 9s-9r 36�`et Lobo p /'O 339 '-to �;,4 `" Type of Buildegi4''5 7°„-,t,,a/.Y/s 410 pa I"O 'Ve",Va-f *1,,//s /Y/I� �JG 5�' (S� yo?0--55 3 Dwelling No.of Bedrooms .2. Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) o?a 0 gpd Design flow provided 31719 gpd Plan Date -t) Number of sheets .2- Revision Date Title , Size of Septic Tank /'��D O Type of S.A.S. /v" 4�4 4C/ T s SrAf N7 Description of Soil Sew �0/ti,-� RIO M t-4 Nature of Repairs or Alterations(Answer when applicable) .5 t e Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board Malth. Signed Date Application Approved by 9- 2.,5, Date 10 -Z7-0g Application Disapproved by Date IV for the following reasons Permit No. GE>O - Date Issued f D -2 7--O ..,,.w�.".,,+sv..-JY ... s ,yW.,. •V,F','/_ __. ^Yr ..�,,.,. _..__. ... .....__...... .,m-.. ......—�.-.-...--. .� ....._. _ r.cn r"'K'1` „ r'_ .'..-V..r. r,,,r. - N m.. 4 r-ro. 200q 3 1 // t Fee Q 0-�-~ ` THE COI fA0NWEALTH OF MASSACNUSETTS Entered;ncomputer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppYitation for Zisposal Epstein Construction 3permit Application for a Permit to Const act( ) Repair(L.,)/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. .?30 �4 c e L n. Owner's Name,Address,and Tel.No. NlwrS�on �N_/�f q (..A/LSo+J KiCA.L Cal CU,�NG� Assessor's Map/Parcel Installer's Name,Address,and Tel.No. o Designer's Name,Address,and Tel.No. ..+c. As, /ro C,.-, s Ti Sv✓�F7 Cv �c_ � eO &y 339 `1© Type of Building: s 7o t Dwelling No.of Bedrooms Lot Size Z sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -2 a O gpd Design flow provided 3512 gpd Plan Date /d 24/a-] Number of sheets Revision Date Title Size of Septic Tank f0 0 Type of S.A.S. C.9 9G j Ty Sy S7erij Description of Soil sf- /)X6 414. C/ Nature of Repairs or Alterations(Answer when applicable) y e e 162 ? Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o alth. Signed (_ Date /0-o?6- y`1 Application Approved by 2.S. Date /O -2 7-O q Application Disapproved by Date for the following reasons Permit No. 200 Date Issued /0 - 2 7—O --------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ,THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(✓) Abandoned( )by A l7`2 at Q 30 has been constructed in accordance with the provisions of Title 5 and the for Disposal System ConstructionPdrmit No.2 009-34"(dated /O( Z I /e'rl Installer 7 6, A, H., Designer g #bedrooms oZ Approved design flow 2 2 D ' gpd The issuance of this permit shall not b 1construed as a guarantee that the system wifunctionl as"signed. Date / CT 1 Inspector ..� �: � No. --- -=------=_--�=- G( 1 Fee � Q THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( (-<� Upgrade( ) Abandon( ) System located at R"e-r 7,.2 S and as described in the above Application pp cation for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be ompleted within three years of the date of this permit. Date l'U 2 7 Q Gj Approved by /�— TRANS. NO.: CITY/TOWN: JGA r n.S441a le CNlafs�ti�s �► l/�, APPLICANT: ADDRESS: a30 �u L�► , DESIGN FLOW: a`t� gpd REVIEWED BY: �. i < DATE: N/A OK NO � Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 f CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans,.1"=20' or fewer for ) [ com onents 310 CMR 15.220(4)] p Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served 310 CMR 15.405(1)(a) for Y Y [ upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways, parking areas etc.) / [310 CMR.15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(0] daily flow septic tank capacity(required and provided) soil absorption system (required and provided) whether system designed for garbage grinder North arrow[310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR / 15.220(4)(h) and (i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address -Z�� 6�`i�e /�.� Sheet 1 of 7 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells / Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.21l(l)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)} Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as . approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material?. 1310 CMR 15.103(4)] / Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] Materials specifications noted? [various sections of 310 CMR 15.000] System components not> 36".deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Address Sheet 2 of 7 i N/A OK NO t m Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14 + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] j Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" b 7/07 310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from buildingfoundation 310 MR 1 .21 C 5 11 [ O] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] Multi Coma�tment�Tan# $s� e z Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200%daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and (3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or,approved filter [310 CMR 15.224(4)] Address a3D RAe e Lh Sheet 3 of 7 e N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.21 l(1)[11) e/ Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable J [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] V Siphon problem/ (leachfield below.pump chamber) Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5)specifies various pipe types allowed) Ll Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] V Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(0] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd 1310 CMR 15.232(3)(d)] PU qP CHAMBRS � N ,r Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible) Alarm floats- alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address --Z---3 0 _ �'`p �- Sheet 4 of 7 N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double.washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] MV < FIX GALkL�ERIES,PI �C_ s r3 X Q Gw RURT Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must / be to grade) [310 CMR 15.253(2)] Aggregate I' minimum- 4 maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] INCHEpS;310CIZS25 , Es ° s � �, � amp Width.2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet -maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever greater (3x if reserve between trenches) [310 CMR 251(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] s,ow.�,a,�§ �,�,oe ti- mx�x .�,..�r_c y��a«, k-�,. .. ,t�., s,n. .� .�,�;av@ a� f '.S 1_, <,k... .. �s.as;k.zs1�<.;�ns.•:a minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only[310 CMR 15.252(2)(i)] Sheet 5 of 7 Address r N/A OK NO Pressure Dosed System ? Provided pump and piping / calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] J✓ Inspections once per year (systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill - Did the plan specify that the fill.shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be'designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] - Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] - ....,sw,},,r»za�a�,:�n✓,g�'..-- ,ia, .��.Yme—,�,. ...�aXE,. .o�.���a�3x � r.. � � I „�,a' ..���.:r "�„ Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface 1/ AlteYnata,,e�Septystem,�jUA�Ar pro,.�yaC�l�ettersJ�` �r ,, . ���� ,��F, � � Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance - �Yatatafaces Are the variances listed on the plan? [310 CMR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address Z".1�� Sheet 6 of 7 r R, N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the.system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] MIT 1901.-. ", Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] Address C_!� L,; L4LWSheet 7 of 7 i of Town of-Barnstable P# Department of Regulatory Services • EA.RN&rA1j LL _ Public Health Division o�� �prFD i M,b$ 200 Main Street,Hyannis MA 02601 Date Date Scheduled Time Y�? Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: ��� Witnessed Bv: LOCATION&GENERAL INFO Location Address RMAT/IO- N Z10 �L'�a iL Owner's Name�R�^.S OYI °r I l !vto 9;e-C /hut iS71s�1/1d1 r`(s .�¢et Address It Assessor's Map/Parcel: ��� 3 Engineer's Name NEW CONSTRUCTION [l i"w !/ �,y'� ��l � G! REPAIR Telephone if Land Use_ 7 l✓'""�I'I l V y Slopes.(y�). ----__ Surface Stones _ Distances Crum: Open grater Body ft —�--- - -Possible WetArea ft Drinking WaterWcIP Drainage Way ft ----__ft Property Line_ �_ft Other ft SKCTCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) i IUD / �'— [/� Dcpth to Bedrock --j Depth to Groundwater. Standing Water in Hole: '( Weeping from Pit Pace Estimated Seasonal High Groundwater Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: - - Depth to weeping from side of obs.hole: m. Depth to soil mottles: [ndcxWellS ------�.-�..�..In,. in, Reading Reading Date: Index Well level 1 - ft. Adj.factor Adj.Groundwater U\,.l _ Observation PERCOLATION TEST Date Hole B I T11I1@ Time at 9" �• Depth of Pere Time at G" C)' Co Start Pre-soak Time @ - // Time(9"-611) co End Pre-soak y. Rate Min./loch Site Suitability Assessment: Sitc Passed N T Site Failed: O Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEFTICIPERCFORM.DOC - - - - - i DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) (M Color Soil Other (USDA) (Mansell) Mottlin g. (SWcture,Stanei;Boulders. Ij� 1t1 ( � � n� -Consistency,% avel i� y`1 G 2�D. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure;Stones,Boulders. ons is tency,% nvel)_ _ J777 DEEP OBS ERVATION ON HOLE LOG Mole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) USDA Other (USDA) (Munsell) Molting (Structure,Stones,Boulders. _Qpmisterey.9'Gravel) _ _ DE EP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling - (Structure,Stones,Boulders. Consi to l - Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes V Within 500 year boundary No._.VYes Within 100 year flood boundary No 1� Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious roaLerial exist in all areas observed throughout the area proposed for the soil absorption system. If not,what's the depth of naturally occurring pervi us material?--i Y -- Ce~tification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envir mental Protection And that the above analysis was perform d by me consistent with . the requi ning,exper' a xp e e described in 310 CMR 15.017. Signatur Date Q:\SFPT1CPZRCFOlZM.DOC CURRENT ZONING: •RF MAP C� (30' FRONT, 15- SIDE & REAR) PARCEL. - � �C\ FLO D E: C LOTSEPTIC SYSTEM TO REAR --- OF DWELLING I LOT 3 23,750t SF (PER PLAN) i � Q � Q O � Q 4 DWELL EXIST. DECK CO Rq CE lot JOB # 03-242 PLO T PLAN �-- 230 RACE E 1l � ' �� • PREPARED FOR: LOCATION MARSTONS MILLS SALLY SYRJALA SCALE : 1" = 30' DATE AUG. 25, 2003 REFERENCE : DB 1479 PG 1049 PB 198 PG 43 BARNSTABLE ASSESS. MAP 150 PCL 39 I HEREBY CERTIFY THAT THE STRUCTURE OF MAs SHOWN ON THIS PLAN IS LOCATED ON THE o ARNE ��yG GROUND As SHOWN HEREON. g H. OJAI_A H ++ 9 No.26348 oQ �owa cape eaglaeering. inc. CIVII. ENGINEER.9 to LAND S[TRV Mons -- — SL---- ------------ ———————— m m8m.t ysrmonth,=a OM DATE REG. LAND SURVEYOR